SW8020622_Approved Plans_20021004

0
SEAL
5LAL
8 s
DEMOLITION ITEMS:
1 REMOVE ALL ASPHALT AND STONE BASE
AS NOTED ON PLAN.
BACKFILL ALL REMOVED UTILITY TRENCHES
WITH SELECT FILL, COMPACTED TO
95% STANDARD PROCTOR.
Q G.C. IS RESPONSIBLE FOR CLEAN OUT
OF EXISTING STORM DRAINAGE
LOCATED WITHIN THE CONSTRUCTION
LIMITS.
REMOVE DRAINAGE PIPING TO EX. PONDS WHEN
CONSTRUCTION OF NEW PONDS BEGIN.
DEMOLITION NOTES:
1) ALL MECHANICAL AND ELECTRICAL DEMOLITION IS THE
RESPONSIBILITY OF THE OWNER, EXCEPT AS NOTED.
2) GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR
ALL OTHER SITE DEMOLITION ITEMS.
GENERAL NOTES:
1) PROPERTY IS ZONED CG
2) MINIMUM BUILDING SETBACK LINES:
FRONT YARD: 0 FEET
SIDE YARD: 0 FEET
REAR YARD: 0 FEET
3) BUFFER YARD: 6 FEET ALONG ALL PROPERTY LINES
4) LOCATIONS OF UNDERGROUND UTILITIES ARE PLOTTED
FROM ABOVE GROUND APPURTENANCES AND RECORD
INFORMATION NO GUARANTEE IS MADE AS TO THEIR
EXACT LOCATION.
5) ALL EASEMENTS ARE CENTERED OVER MAINS AS
INSTALLED UNLESS OTHERWISE NOTED.
6) THIS SURVEY IS SUBJECT TO ANY OTHER EASEMENTS
OF RECORD.
7) AS PER REFERENCE PLATS, IMPROVED PARKING AREAS,
DRIVES, AND PRIVATE STREETS CONSTITUTE PUBLIC
ACCESS EASEMENTS.
LEGEND
EIP = EXISTING IRON PIPE
ECM = EXISTING CONCRETE MONUMENT
EB = ELECTRIC BOX
PP = POWER POLE
GW = GUY WIRE
AL = AREA LIGHT
SS = SANITARY SEWER
MH = MANHOLE
DI = DROP INLET
RCP = REINFORCED CONCRETE PIPE
CMP = CORRUGATED METAL PIPE
CP = CONCRETE PAD
CDP = CONCRETE DUMPSTER PAD
SI = SIGN
AC = AIR CONDITIONING UNIT
FH = FIRE HYDRANT
PIV = POST INDICATOR VALVE
MW = MONITORING WELL
V = VALVE
WV = WATER VALVE
WL = WATER LINE
GV = GATE VALVE
CO = CLEAN OUT
GM = GAS METER
BLRDS = BOLLARDS
X CLF = CHAIN LINK FENCE
LPT = LIQUID PROPANE TANK
EX = EXISTING
0 = NO POINT SET
SS = SANITARY SEWER LINE
. � ..,.. — _ _ = STORM DRAINAGE LINE
— —UG — — = UNDERGROUND GAS LINE
— —UE — — = UNDERGROUND ELECTRIC LINE
E = OVERHEAD ELECTRIC LINE
— —FOC— -- = UNDERGROUND FIBER OPTIC CABLE
—i I----- = WATER LINE
= EXISTING ASPHALT / CONCRETE
TO BE REMOVED
= EXISTING DITCH/SWALE TO BE FILLED
2
8/A14/ 02
REVISED PER NCDENR COMMENTS -
SLJ
ADDED ROAD NAME TO VICINITY MAP
1
8/7/02
ADDED NOTE ABOUT EXISTING
SLJ
SANITARY SEWER LINE
0
7/19/02
ISSUE FOR CONSTRUCTION
SLJ
JAB
7/12/02
ISSUE FOR CLIENT REVIEW
SLJ
A
5/14/02
ISSUE FOR REVIEW
SLJ
REV.
NO.
DATE
REVISIONS
BY
THE
EAST
GROUP, P.A.
■.E+ngineering ■Architectures Surveying■ Technology
Box 7305, 324 S. Evans St, Greenville, NC 27834 252-758-3746, 252-830-3954 (Fox)
PROJECT TITLE
DEL LABORATORIES, INC.
Rocky Point Tw Pender Co., NC
.,
DRAWING TITLE
Existing Conditions
Demolition Plan
SCALE
DEPARTMENT
1 to= 60'
CIVIL.
DRAWN BY
DATE
SHEET No.
SLJ
4/9/02
1 of 8
CHECKED
DRAWING NO.
A11111111L AWL
(;On 1
APPROVED
PROJECT NO.
1 20020019

�$LAL
©®� C G"
SEAL
w
k
. ev
SITE DATA
TOTAL ACREAGE 38.15 AC. f
IMPERVIOUS AREA 25.53 AC. f
BUILDINGS 9.9 AC. t
PAVEMENT 17.88 AC. %
% GREEN SPACE/INTERIOR ISLANDS —.12 %
NUMBER OF PARKING SPACES:
TOTAL AFTER CONSTRUCTION 486
# OF HC REQUIRED 9
NUMBER OF EMPLOYEES:
1st SHIFT 480
2nd SHIFT 200
NOTES:
1. ALL PARKING LOT/DRIVE DIMENSIONS, ANGLES AND RADII
ARE TO BACK OF CURB WHERE APPLICABLE.
2. PARKING LOT SHALL BE STRIPED IN ACCORDANCE
WITH THIS PLAN.
LEGEND:
EIP = EXISTING IRON PIPE
ECM = EXISTING CONCRETE MONUMENT
— HEAVY DUTY PAVEMENT
— LIGHT DUTY PAVEMENT
— OVERLAY
1
$/7/02
ADDED HATCHING TO DWG. TO
SLJ
DETAIL OUT PAVEMENT
0
7/19/02
ISSUE FOR CONSTRUCTION
SLJ
B
7/12/02
ISSUE FOR CLIENT REVIEW
SLJ
A
5/14/02
DATE
ISSUE FOR REVIEW
REVISIONS
SLJ
BY
REV.
NO.
T�HE
EAST
GROUP, P.A.
■Engineering wArchitecture ® Surveying a Technology
Box 7305, 324 S. Evans St, Greenville, NC 27834 252-758-3746, 252-830-3954 (Fax)
PROJECT TITLE
DEL LABORATORIES, INC.
Rocky Point Tw Pender Co., NC
.,
DRAWING TITLE
Site Plan
SCALE
DEPARTMENT
1" = 50'
CIVIL
DRAWN BY
DATE
SHEET No.
SLJ
4/9/02
2 of 8
CHECKED
DRAWING NO.
ci
APPROVED
PROJECT NO.
20020019

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